kyle johnson selected portfolio works
resume
CONTACT 2920 Deakin Street, Apartment 4, Berkeley, CA 94705 Email: KYLE.A.JOHNSON.90@GMAIL.COM Phone: 251.786.1460 EDUCATION UNIVERSITY OF CALIFORNIA, BERKELEY College of Environmental Design Master of Architecture, Post Professional, 3.57 gpa AUBURN UNIVERSITY School of Architecture, Planning, and Landscape Architecture Bachelor of Architecture - Summa Cum Laude, 3.85 gpa University of Arkansas, Rome Center
EXPERIENCE SHoP CONSTRUCTION SERVICES, LLC 3 month internship, SRR3: Bangalore, India Part of a team five person team providing design development ervices and construction documents for a 10 story office building RURAL STUDIO Part of a four person team responsible for the design and con-
Fall 2014- Present berkeley, ca 2008 - 2013 auburn, al rome, italy
Summer 2014 new york, ny
2012 - 2014
greensboro, al
struction of outdoor fitness equipment landscape project in a
40-acre recreational park. SHoP CONSTRUCTION SERVICES, LLC 3 month internship, B2 Brooklyn at Atlantic Yards: Part of a five person team producing fabrication and production drawings for the construction of a 32-story modular tower.
Summer 2012 new york, ny
ACTIVITIES AND HONORS BERKELEY CIRCUS Selected to present two research topics to Berkeley distinguished fellows and alumni. PROJECT HORSESHOE FARM Mentorship and tutoring of middle school students in a lowincome school n basic math skills.
Spring 2015 berkeley, ca 2013 - 2014 greensboro, al
AIA HENRY ADAMS CERTIFICATE 2nd highest gpa in the 2013 School of Architecture graduating class.
2013
1st Place NOMA Student Competition Part of a team of four responsible for designing the winning proposal for the Vine City Walk, incorporating retail spaces, grocery store, visitor center, and 500 car parking deck that can be adapted to meet future housing needs.
2011
SCHOLARSHIPS Graduate Opportunity Fellowship Materials and Methods Scholarship Spirit of Auburn Scholarship Architecture Departmental Scholarship Homer B. Tasker Scholarship Cooper Carry Scholarship SKILLS Proficient in Rhino, Grasshopper, AutoCAD , Revit, Adobe Creative Suite, Vray Working knowledge of Ecotect, Navis Works, 3ds Max, Sofistik Physical Watercolor, Hand-drafting, Wood Working, Laser Cutter
contents
graduate
01 02
massive infinite office space mobile digital fabrication
professional
03
srr3 bangalore, india
04
b2 atlantic yards brooklyn, ny
undergraduate
05
lions park fitness greensboro, al
06
sketches and drawings selected works
6
massive
01 massive infinite office space fall 2014- present
The provocation of the “massive� project is to question authorship in design. By designing infinite office space, once must design a system that can infinitely generate design space. This forces the designer to relinquish direct authorship, maintaining only deferred authorship of what is actually produced by the designed system. In this scenario, the system is designed in the form of a game. The game has clear rulesets in hopes that any infinite number of generations produce a similar result. However, by designing with systems and rulesets, new patterns and results emerge, many of which have the potential to defy convention. By allowing the design of a game to directly correlate the layout of an office space, the same deviation from convention can occur. In this game design, two players use opposing game pieces that represent service cores, courtyards, workspace, common space, and circulation. The result of one instance of game play then becomes the basis for a structurally optimized shell that defines the architecture of the office space.
massive
7
game rules
ROUND 1
TWO PLAYERS SHOULD PLACE PIECES TO CREATE ALTERNATING, OVERLAPPING NETWORKS
PLAYER 1 (SERVICE CORE)
NO CLUSTERS
ROUND 2
8
(COURTYARD)
NO TOUCHING
PLAYERS SHOULD MAKE AS MANY CONNECTIONS AS POSSIBLE BETWEEN BLACK PIECES
PLAYER 1
PLAYER 2
(CIRCULATION)
(CIRCULATION)
NO DOUBLE WIDES
ROUND 3
PLAYER 2
NO CORNER CONNECTIONS
PLAYERS WILL ALTERATE AND COMPETE TO OCCUPY AS MUCH SPACE AS POSSIBLE
massive
PLAYER 1
PLAYER 2
(WORK SPACE)
(COMMON SPACE)
game play This is an example of once instance of gameplay unfolding overtime between two players.
massive
9
10
massive
game instance to office layout Using one instance of gameplay, a surface input is defined with points that correspond to the game pieces. This surface is then manipulated through funicular form finding software RhinoVault, placing support points and surface openings according to original input points.
game generation
surface uv division in RhinoVault
delete lines based on transparent game pieces
force line relaxation in RhinoVault
project support points base on black piece game location
force line relaxation and form generation in RhinoVault massive
11
section model This model is intended to be representative of a portion of the office space where the service cores are located. Here, the shell touches the ground while providing access to the green roof. through a large stair.
12
massive
massive
13
14
mobile
02 mobile digital fabrication spring 2014- present
Investigating the data driven design techniques at the smallest scale, the “mobile� project explores digital fabrication techniques. This project is heavily influenced by research led by Professor Simon Schleicher, focusing on the possibilites of prestressed compliant structures. This group project, consisting of a team of four, investigates the possibilites of bending, slitting, and kerfing flexible surfaces. By selecting birch plywood as a flexible material, we will use the CNC mill as our primary tool for digital fabrication.
mobile
15
case studies: bending and locking The project is heavily influenced by previous projects that were successful in the investigation of bending, slitting, and locking wood surfaces. In order to enhance our understand of these projects, we each did a smaller series of tests cuts and models.
eth zurich + london aa(emtech) pavilion
16
mobile
london aa(emtech) fingers crossed pavilion
mit kerf pavilion
schindler salmeron zip shape
mobile
17
form finding through bending simulation The four previous projects led us to the development of a simple “surface + seat” parti for our superfurniture. Using two heavy seats and a light, pliable surface canopy, we hope to create a reconfigurable piece of furniture. Using form finding Grasshopper plugin Kangaroo, we can predict the form the canopy with each new seat configuration. With this tool we have identified three main figurations for the seat: the “L”, “T” and “H”.
furniture parti: surface(canopy) + seat
conch “L”
18
mobile
scallop “T”
triton “H”
physical testing While the digital simulation is helpful as a design tool for predicting geometry, physical testing is more important as a way to quickly gauge the realities of material selection. Using paper and wood testing, we can quickly understand the limits of different materials and seat configurations.
conch “L”
scallop “T”
triton “H”
mobile
19
full scale mockup In order to quickly begin testing the discrepancies between digital simulation and true material performance, we constructed a full scale mockup of 1/4” birch plywood.. Using a standard 1/8” CNC milling bit, we used more dense kerfing patterns in areas of tighter curvature, such as the seat, and more loose patterns where we want to achieve a “soft zone” of bending.. We are also currently in the process of attempting to make the seat as miniimal and light as possible and are therefore investigating ways to brace and triangular the seat.
20
mobile
mobile
21
final installation As part of the final exhibit for this project, we constructed a full scale portion of a canopy and seat configuration. The installation included six seats in total, with a completed overhead canopy to begin defining an interior enclosure. In addition to lessons learned from the previous full scale mockup, completing a larger version with an canopy began to show a variety of material properties and behaviors there were not anticipated, such as horizontal thrust and torsional rolling. Through trial and error and improvisation, we accounted for these issues by affixing the seats to the floor and creating seat outriggers to prevent rolling.
22
mobile
mobile
23
24 srr3 rendering courtesy of SHoP Architects
03 srr3 bangalore, india summer 2014
SRR3 is the third and final building to occupy this media company headquarters in Bangalore, India. One of the unique and interesting challenges of the project was the idea of utilizing top-down construction. In this scenario, structural cores and foundation were first constructed, which would then act as assembly pads and hoists for each slab to be poured, raised into place, and secured, starting from the roof slab assembly.
srr3
25
site plan and CUB buildings While I had an opportunity to work on multiple aspects of this project, I was primarily responsible for the development of the site plan and the central utility buildings. This included coordination with civil engineers accounting for green space requirements, vehicular circulation, and water management. The design of the CUB buildings involved coordination with mechanical, electrical, structural, and water management consultants.
26
srr3
CHANGING CUB
MEP CUB
WATER TREATMENT CUB
srr3
27
6'
4'
3'
1'
office layout The simple office plan consisted of a central “knuckle� with one structural core and was flanked by two wings which each had three structural cores. Conference rooms were clustered at the cores to permit on open plan in the remainder of the wings.
T'
R'
O'
Z'D
L'
I'
Z'C
F'
typical office floor C'
12
10
6 2550
5300 A'4H
UP
9
7
A'3G
1
AA
28
srr3
CC
FF
HH
C
F
Z'B
I
L
Z'A
O
R
T
renderings courtesy of SHoP Architects
interior view of lockers on typial office floor
exterior view of ground floor
lobby view in the “knuckle” srr3
29
building section_wing A
AIRCRAFT OBSTRUCTION LIGHT PER THE AIRPORT AUTHORITY REGULATIONS 4'
AA
BB
CC
DD
3'
2'
EE
FF
GG
1'
HH
A
B
C
D
E
F
G
Z'B
H
I
J
K
L
M
Z'A
1000
5'
30
srr3
FOB
FOG
E OS
FOB
FOG
E OS
FOB
FOG
E OS
FOB
FOG
E OS
IFOG
FOB
FOG
E OS
IFOG
FOB
FOG
E OS
IFOG
FOB
FOG
E OS
IFOG
FOB
FOG
E OS
IFOG
FOB
FOG
E OS
IFOG
FOB
FOG
E OS
IFOG
FOB
FOG
E OS
FOB
FOB
T
S
TOP OF BEACON 1
2
A'G 3
A'H 4
5
6
12-Top of Structure 50760
3510
1147
51907
E OS
FOG
FOB
IFOG
E OS
FOG
FOB
IFOG
E OS
FOG
FOB
45510
3010 1050
WING EMR 42500 10-Roof 41450
WING EMR 42500 10-Roof 41450
4050
IFOG
Knuckle-PHR 11-PHR
4050
1050
3010
1740
Freight EMR 47250 Knuckle-PHR 11-PHR 45510
09-Ninth 37400
09-Ninth 4050
4050
37400
08-Eighth 33350
08-Eighth 4050
4050
33350
07-Seventh
07-Seventh 29300
E OS
FOG
FOB
4050
IFOG
4050
29300
06-Sixth
06-Sixth 25250
FOG
FOB
4050
E OS
05-Fifth
05-Fifth 21200 4050
4050
21200
04-Fourth
04-Fourth
17150
17150 4050
4050
03-Third
03-Third
13100
13100 4050
9050 4050
01-First
01-First 5000
5000 00-Ground +876
5000 00-Ground +876 0
0 AS-Assembly Slab +875.9
AS-Assembly Slab +875.9
1700
FOB
-100 Formed Ground
-100 Formed Ground 2300
FOG
02-Second
9050
-150 T.O. TYP Elevator Pit -1700 BG-Below Ground +872 -4000 T.O. Mat Slab +871 -5000 MS-B.O. +869.5
-150 T.O. TYP Elevator Pit -1700 BG-Below Ground +872
1000
E OS
02-Second
-4000 1500
IFOG
4050
25250
4050
R
4050
Q
5000
P
1700
O
15001000 2300
N
T.O. Mat Slab +871 -5000 MS-B.O. +869.5 -6500
-6500
srr3
31
WATER CUB 4
4
5-A-221
5-A-221
5-A-200
5-A-200
01
01
B'4
B'4
B'4
B'3
B'2
1
1
3
5-A-221
5-A-221
5-A-340
DN
3000
3500
2%
OPEN TO BELOW
B'3
B'3
2%
03
2
24200
2%
4800
4500
8000
OPEN TO BELOW
5-A-500
5-A-340 OPEN TO BELOW
2
2
5-A-221
5-A-221
5-A-200
4750
02
1
B'2
02
OPEN TO BELOW
2%
5-A-200
5-A-340
3000
4
B'2
5-A-340
OPEN TO BELOW
B'1
B'1
B'A
B'B
B'A
B'C
B'B
B'C
4 5-A-221 4 5-A-221
5-A-200 01
B'4
B'4 B'B
B'C STAIR 05-00-ST1
1
1
5-A-221
5-A-221
AERATION TANK
1
05-00-102
5-A-480
SLUDGE HOLDING TANK 05-00-103
B'3
B'3
SECONDARY CLARIFIER TANK 05-00-104
EQUIPMENT AREA 05-00-101
CLARIFIER TANK 05-00-105
5-A-200
02
2
2
5-A-221
5-A-221
B'2
B'2
B'1
B'1
CHEMICAL STORAGE 05-00-108 SOFTENED WATER 05-00-106
ULTRA FILTERED WATER 05-00-107
B'A
32
B'B
srr3
B'C
B'A
B'B
B'C
B'A
B'4 B'4
B'3
B'2
B'4
B'1
B'3
B'1
B'2
1 3
5-A-221
5-A-340
BUILDING 5 TERRACE FLOOR
8000
8000
BUILDING 5 FIRST FLOOR
BUILDING 5 FIRST FLOOR
3500
3000
BUILDING 5 TERRACE FLOOR
B'3
4500
03
2
4500
5000
4800
4500
8000
PEN TO ELOW
2 5-A-480
5-A-500
5-A-340
00-Ground +876
00-Ground +876
0
0
2 5-A-221
5-A-340
4750
4
B'2
PEN TO ELOW
BUILDING 5 SERVICE FLOOR 1
5-A-340
3000
-4750 1
BUILDING 5 SERVICE FLOOR 02 -7750
B'1
B'C
B'4 B'B
B'C
B'C
B'A
B'B
B'A
1 5-A-221
1
BUILDING 5 TERRACE FLOOR
BUILDING 5 TERRACE FLOOR
8000
8000
BUILDING 5 FIRST FLOOR
BUILDING 5 FIRST FLOOR
4500
4500
5-A-480
B'3
BUILDING 5 GROUND FLOOR LIP 500 00-Ground +876
00-Ground +876 0
0
02
2
5-A-500
5-A-221
B'2
BUILDING 5 SERVICE FLOOR 1 -4750
BUILDING 5 SERVICE FLOOR 02 -7750
B'1
B'C
srr3
33
MEP CUB
2
2
1
1
2
2
1
1
4-A-221
4-A-221
4-A-221
4-A-221
4-A-221
4-A-221
4-A-221
4-A-221
4-A-201
4-A-201
02
02
C'9
9900
9900
C'9
9900
C'9
9900
10203
10203
375
375 9900
375
31755
31755
MECHANICAL ROOM
MECHANICAL ROOM
04-00-101
04-00-101 B1
B1
B1
01 4-A-500
01 4-A-500
B1
6290
2410
2410
6290
450
450 C'8 C'8
C'8
4105 C'7
3050
2158 842
2108
C'5
C'5
1058
842
C'5
2500
2500
3000
C'3
C'3
C'3
1251
04-00-106
1342
04-00-106
C'4
04-00-105
C'F
C'F
FD1
11700
11700
FD1
04-00-106D
04-00-106D
C'2
650
03
03
03 1
4-A-220
4-A-220
DSK-54.1 4-A-220
W2G
W2G
STAIR
04
DN
04-00-107
PIPE CUTTING 04-00-107
04-00-108
400
04-00-ST2
OFFICE
PIPE CUTTING
04-00-108
04-00-107
04-00-107
653
5900
5900 04
UP
UP
4-A-500
C'1
C'1
02 4-A-500
2199
RFG. MEP.
6854
6500
5346
6854
5346
C'A
C'B
srr3
C'H
C'C
13405
13405
5400
5400
375
375 300
300
6500
6854
6500
5346
02
C'C
5346
C'D
C'G
C'D
C'A
C'H
C'A
C'B
C'H
C'C
5400
5400
300
300
4-A-200
38105
38105
C'G
13405
13405 02
4-A-200
38255
C'B
6854 02
4-A-200
4-A-200
34
375
375 3000
653 STACK 2199EXHAUST
38255
C'H
C'1
04-00-106E
02
C'A
04 4-A-500
375
375
6500
OFFICE 04-00-108
4-A-500
02 4-A-500 3000
STACK EXHAUST RFG. MEP.
04-00-108
400
3280
DN 04-00-105B
04-00-ST2 04-00-104B
3280
STAIR
04 4-A-500
04-00-106E
375
5900
5900
5900
04-00-105B
C'2
650
C'2
04-00-106
04-00-106
04-00-104B
2599
A1
A1
2599
5000
5000
7500
04-00-106C
7500
C'F
04-00-106C
04-00-104
3000
04-00-105 MECHANICAL ROOM
22000
10000
22000
04-00-104
MECHANICAL ROOM
C'4
MECHANICAL ROOM
MECHANICAL ROOM MECHANICAL ROOM
MECHANICAL ROOM
3000
04-00-104A
04-00-104A
04-00-106B
C'4
1251
5000
5000
04-00-106B
1342
3000
2900
1058
5850
19005
19005
13555
13555
C'6
2108
04-00-106A
2950
425
C'6
C'6 04-00-106A 04-00-105A
04-00-105A
C'7
892
2158
04-00-102
2900
04-00-103
4002
4002
04-00-103
C'7
MECHANICAL ROOM
892
3050
04-00-103
3050
B1
B1
04-00-102
4105
4100
4100 2551
MECHANICAL ROOM
STAIR 04-00-ST1
04-00-ST1B
RESTROOM
04-00-103
6500
STAIR
04-00-ST1B
RESTROOM
2551
02 4-A-220
UP
UP
04-00-ST1
01
04-00-ST1A
04-00-ST1
UP
4-A-220
6500
2395
STAIR
2950
6500
04-00-ST1A
04-00-102
04-00-102
4-A-201
STAIR 04-00-ST1
02 04-00-101B
DN 4-A-220
400
UP
04-00-101B
400
2300
2300
DN
2395
02
C'B
C'C
C'G
C'D
C'G
C'D
C'D
C'G
2880
C'C
02-Second
02-Second
9050
9050
01-First
01-First 2
5000
5000
4-A-501
1 4-A-501
00-Ground +876
00-Ground +876
0
0
14 RISERS@ 178mm MAX 1630
---
BG-Below Ground +872 -4000
BG-Below Ground +872 -4000
C'8 02 4-A-220
DN
C'G
C'D
DN
C'8 02
04
DN
4-A-500
4-A-220
C'1
C'C
C'G
srr3
35
A-1 core penetration drawings
3 4
2
9200
1
A'H
A'G R
O
14500
12-Top of Structure
12-Top of Structure
50760
600
50760
6990
4300
2500
300
700
410
Knuckle-PHR 11-PHR
1115
45510
Knuckle-PHR 11-PHR 45510
480
910
510
1280
1040
450
750
480
10-Roof
10-Roof 300
41450
1 3-A-805
7830
220
2860
2784
226
460
41450
09-Ninth 37400
09-Ninth 37400
08-Eighth 33350
08-Eighth 33350
07-Seventh
07-Seventh
29300
29300
06-Sixth
06-Sixth
25250
25250
05-Fifth
05-Fifth
21200
520
04-Fourth 17150
04-Fourth 17150
03-Third 13100
03-Third 13100
FLR 2-8 TYP
6470
5830
600 1240
21200
4310 02-Second
02-Second 9050 600
FLR 1-8 TYP
900 2250
2500
2780
LINK BEAMS 50 MM BELOW LEVEL: FLRS 01-09 SEE STRUCTURAL
600
390
9050
01-First 4310
600
00-Ground +876 0
3544
2989
301
T.O. TYP Elevator Pit -1700 7337
7515
0
260
420
-100
301
00-Ground +876
263 1310
AS-Assembly Slab +875.9
260
7515
400
AS-Assembly Slab +875.9 -100 T.O. TYP Elevator Pit -1700
4220
1115
5000
3720
2701
8070
01-First
5000
3200
1350
390 3722
LINK BEAMS 100 MM BELOW GROUND LEVEL, ALIGN W/ ASSEMBLY SLAB SEE STRUCTURAL
1240
900
520
6460
BG-Below Ground +872 -4000 T.O. Mat Slab +871 -5000 MS-B.O. +869.5 -6500
36
srr3
T.O. Mat Slab +871 -5000 MS-B.O. +869.5 -6500
9200
A'G
O
A'H
R
14500
12-Top of Structure
12-Top of Structure
50760
50760
700
300
1500
2240
Knuckle-PHR 11-PHR
11-PHR Knuckle-PHR 45510
410
45510
360
1400
10-Roof
10-Roof
300
1030
2340
900
1870
41450
900
41450
2130 2570
1140
09-Ninth 37400
09-Ninth 37400
08-Eighth 33350
08-Eighth 33350
07-Seventh
07-Seventh
29300
29300
06-Sixth
06-Sixth
25250
25250
05-Fifth
05-Fifth
21200
21200
04-Fourth 17150
04-Fourth 17150
03-Third 13100
03-Third 13100
3770 1570
02-Second
450
1400
1500
2240
02-Second
350 2450
400
400
900
2450
5000
417
1110
00-Ground +876
3400 2880
2630 1890
450 2998
3770 3520
LINK BEAMS 100 MM BELOW GROUND LEVEL, ALIGN W/ ASSEMBLY SLAB SEE STRUCTURAL
DOOR R.O. EXTENDS 50 MM BELOW LEVEL, FLRS 01-09 SEE STRUCTURAL 01-First
1400 400
1570 900
5000
450
640 DOOR R.O. EXTENDS 50 MM BELOW LEVEL, FLRS 01-09 SEE STRUCTURAL
2440
01-First
450 860
3060
LINK BEAMS 50 MM BELOW LEVEL: FLRS 01-09 SEE STRUCTURAL
9050
2570
6329
00-Ground +876 0
0
P.O. 8 ABOVE ASSEMBLY SLAB
T.O. Mat Slab +871
1170
P.O. 5 BELOW ASSEMBLY SLAB
260
2030
AS-Assembly Slab +875.9
520
-100 250
2670
4220
AS-Assembly Slab +875.9 -100 T.O. TYP Elevator Pit -1700
3490
2200
1000
FLR 1-8 TYP
9050
T.O. Mat Slab +871
-5000
-5000
MS-B.O. +869.5 -6500
MS-B.O. +869.5 -6500
srr3
37
A-1 core section
4
3
2 1
9200
3
4
R
O
14500
12-Top of Structure 50760
12-Top of Structure 50760
Freight EMR 47250
Freight EMR 47250
11-PHR 45510
Knuckle-PHR 11-PHR 45510 3 3-A-516
10-Roof 41450
10-Roof 41450
09-Ninth 37400
09-Ninth 37400
08-Eighth 33350
08-Eighth 33350
07-Seventh 29300
07-Seventh 29300
06-Sixth 25250
06-Sixth 25250
05-Fifth 21200
05-Fifth 21200
04-Fourth 17150
04-Fourth 17150
03-Third 13100
03-Third 13100 2 3-A-516
02-Second 9050
02-Second 9050
01-First 5000
01-First 5000
2500
1 3-A-516
00-Ground +876 0
00-Ground +876 0
AS-Assembly Slab +875.9
255
AS-Assembly Slab +875.9 520
260
-100 -100
3490
4220
1168
T.O. Mat Slab +871 -5000 MS-B.O. +869.5 -6500
T.O. Mat Slab +871 -5000 MS-B.O. +869.5 -6500
38
srr3
9200
O 3
R
4
14500
12-Top of Structure 50760
12-Top of Structure 50760
Freight EMR 47250
Freight EMR 47250
Knuckle-PHR 11-PHR 45510
11-PHR Knuckle-PHR 45510
6 3-A-516
WING EMR 42500 10-Roof 41450
10-Roof 41450
09-Ninth 37400
09-Ninth 37400
08-Eighth 33350
08-Eighth 33350
07-Seventh 29300
07-Seventh 29300
06-Sixth 25250
06-Sixth 25250
05-Fifth 21200
05-Fifth 21200
04-Fourth
7 3-A-485
04-Fourth
17150
17150
03-Third 13100
03-Third 13100
5 3-A-516 02-Second 9050
02-Second 9050
01-First 5000
01-First 5000
4 2500
3-A-516
1310 260
00-Ground +876 0
00-Ground +876
P.O. 8 ABOVE ASSEMBLY SLAB
5870
420
-100
300
6680
-100 -1700
4220
400
3670
1460
3720
-1700
P.O. 5 BELOW ASSEMBLY SLAB
AS-Assembly Slab +875.9 T.O. TYP Elevator Pit
T.O. TYP Elevator Pit
300 2990
3540
AS-Assembly Slab +875.9
260
1110
260
0
BG-Below Ground +872 BG-Below Ground +872
-4000
-4000
T.O. Mat Slab +871
T.O. Mat Slab +871
-5000
-5000 MS-B.O. +869.5 MS-B.O. +869.5
-6500
-6500
srr3
39
40 b2courtesy atlantic yards rendering of SHoP Architects
04 b2 atlantic yards brooklyn. ny summer 2012
B2 at Atlantic yards is a 32-story modular residential tower, the first of three new residential towers that will be placed next the Barclays Center arena, part of the $4.9 billion, 22-acre Atlantic Yards project in Brooklyn. The three new residential buildings will be situated along the southern and eastern elevations of the arena site fronting Dean Street, Flatbush Avenue, and 6th Avenue, and will contain a total of approximately 1500 units of new residential housing. B2 contains 363 units and at 32 stories will be the tallest modular building in the world. SHoP Construction acts as Project Integrator, providing model integration as well as supply chain management of production models and drawings. During my time with the company, I worked on the development of production drawings of prototype modules for installations on the factory floor. I also helped develop the initial stages SHoP Factory Analytics, a developmental tool linking multiple platform programs to analyize and facilitate optimal factory operations.
b2 atlantic yards
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renderings courtesy of SHoP Architects
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b2 atlantic yards
seed units Seed units were master modules that repeated throught a series of floors. These seed units vary depending on the floor , addressing the need to provide multiple types of apartments acording to bedroom needs.
b2 atlantic yards
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b2 modular protoype The prototype was a full scale mock-up testing not only material finishes, but more importantly the fluidity of the modular construction process within the factory setting. For the first half of the internship, I primarily focused on the development of production drawings for the prototype.
13
12
14 C
MOD 1223
MOD 1225
H
MOD 1222
MOD 1224
N
44
b2 atlantic yards
1225 1223 1324 1322
1224 1222
b2 atlantic yards
45
production drawing workflow The production drawings produced on-site installation instructions(visual work instructions), quantity take offs and schedules(bill of material drawings), and bills of assemblies for onsite assembly materials(ship loose).
VISUAL WORK INSTRUCTIONS
FACTORY
KEYPLAN/ BOM DRAWINGS PRODUCTION DRAWINGS BILL OF ASSEMBLIES
PART/ BOM DRAWINGS
WALL PANEL SHOP
VERSAROC SHOP
MILLWOR SHOP PIPE SHOP
= DRAWINGS = ASSEMBLIES 46
b2 atlantic yards
RK
FIELD
B2 FIELD POD WORKCELL
GROUP TECHNOLOGY WORKCELL
SHIP LOOSE
b2 atlantic yards
47
SHoP modular factory analytics This was a developmental tool aimed at the optimization of factory operations. This is possbile by using the tool to identify and reduce factory resource waste, optimize factory supply chaing integration, and improve the factory rate of installation.
48
b2 atlantic yards
autodesk revit
microsoft excel
outputs specific wall attributes according to wall size, number of studs, assembly type, and location.
sorts and outputs wall fabrication sequence according to production rate formula parameters
microsoft project
navisworks manage
uses formulas in excel to create graphic schedules and drive the sequence animation
visualization of installation using schedule and geometry to produce an animation.
b2 atlantic yards
49
50 lions timothy park fitness photo credit: hursley
05 lions park fitness greensboro, al fall 2012- spring 2014
As the seventh phase of development of Lions Park, a recreational park in Greensboro, AL, the Rural Studio received a grant from the Alabama Department of Public Health to install fitness equipment. I, along with three teammates, took advantage of the opportunity, purchasing machines with a red powdercoat finish and allowing them to act as contrasting sculptures in the landscape.The machines take advantage of the natural shade of trees, beautiful surrounding forested landscape, and pastoral views beyond the site. There is a total of seven workout stations, all of which rely on a user’s bodyweight to provide resistance, collectively providing a full body workout. The equipment sits on pourous metal grating platforms, connected by a dark gray flagstone pathway that provides stable footing while moving between each piece of equipment.
lions park fitness
51
lions park history Lions Park was established in 2005 by the Greensboro chapter of the Lions Club. Since its beginning, the 40 acre recreation park has been developed in phases to now include centralized baseball fields, basketball courts, a skate park, playground, rodeo arena, boy scout hut, and one mile walking trail.
lions park 2005
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lions park fitness
lions park 2014
lions park fitness
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selecting and responding to the site In choosing a site, we wanted to find a location that took advantage of existing shade while maintaining proximity to the walking trail. This location just south of the football field also happened to offer beautiful views of the pastoral Alabama landscape. Due the natural beauty of the site, we new that our interventions should be as light as possible, being sure to only highly what was already existing. We therefore conceptualize our project as floating scultpures in the landscape that highlighted existing conditions.
the concept: sculpture floating in the landscape
54
lions park fitness
The fitness trail abuts the existing walking path, and connects five plaforms, one of which bridges across to reconnect to the walking path in a different location. The trail widens to create the “endpoint�, a larger space where the stationary bars are located.
lions park fitness
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the equipment We selected of total seven piecs of equipment, four of which are movable and three of which are stationary bars. All of the equipment rely on ones own body weight to provide the resistance. Collectively, the seven machines offer a full body workout with a range of difficulties to accomodate all users.
air walker
muscles worked
56
lions park fitness
leg press
chest press
rowing
pull up bars
push up bars
dip bars
lions park fitness
57
58 lions timothy park fitness photo credit: hursley
lions park fitness
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the path To ensure accessibility of the machines to all park users, we choose to create a “stone river� path waythat meanders through the site and connects to each platform. Each stone was hand crafted with chiseling tools, widening at each point where the path meets the platform.
path materiality iterations
60
lions park fitness
lions park fitness
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the platform After many iterations in an attempt to address the existing language of the park, we decided to use s 2 1/2� metal grate with enough structural capacity to cantilever and support moving equipment. The porous platforms allow the passage of water and sunlight to the site. We chose to use a dark, rusted patina finish to blend into the environment and allow the red machines remain the focus of the project.
platform materiality iterations
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lions park fitness
full scale support structure iterations of wood
full scale mockup of galvanized vs rusted finish
lions park fitness
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lions park fitness
lions park fitness
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crafting views in the landscape We were careful with placement of each machine and platform, being sure to provide each machine with a unique experience of the landscape it inhabits.
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lions park fitness
lions park fitness
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construction We were responsible for all aspects of construction and assembly of the project. This process included operation of heavy machinery for concrete pier placement, path excavation and preparation, and welding, assembly, and finishing treatment of the metal grate platforms.
2.5” heavy-duty grating
4”x6”x 1/4” steel angle
2”x2”x 1/4” steel tube
1” solid square tubing
8” steel plate assembly two 8” steel plates with 1” steel tube spacers 1/2” stainles anchor bolts
1’ diameter concrete piers #4 reinforced rebar cage
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lions park fitness
concrete piers
stone pathway
platform assembly
platform treatment and coating
lions park fitness
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70
lions park fitness
lions park fitness
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sketches and drawings
07 sketches and drawings fall 2008 - spring 2014
This section contains a collection of work performed throughout my undergraduate career while at Auburn, the Rural Studio, and abroad in Rome, Italy.
sketches and drawings
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rural studio chair drawing As part of a seminar class during my thesis year, we were encouraged to explore, document, and analyze, and reimagine a chair of our choosing through drawing.
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sketches and drawings
This drawing was intended to reimagine the chair at the scale of a building. The simple geometric details harken to similar geometries of Kahn’s National Assembly, inspiring the monumentality of the drawing.
sketches and drawings
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rome travel abroad: ways of seeing In order to fully take advantage of the lessons Rome has to teach, we were encouraged to see with more than just our eyes. Through drawing, we had the opportunity to understand relationships and discover anomalies that one would otherwise fail to recognize.
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sketches and drawings
representing materiality As part of a longstanding tradition in Construction Methdos, students are also required to do handconstructed drawings of buildings that utilize materials of current class discussions. The two drawings shown are both of buildings by Tadao Ando. The Japanese Pavilion to the left is an beautiful example of wood construction, while the drawing below is one of Ando’s masterful works of concrete.
sketches and drawings
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